The Contrastive Analysis between Dry Earth-Fetching Rectangular Scant Pile and Circular Bite Pile

Abstract:

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Combined with the new development of protecting pile of foundation pits in Ningbo soft soil area. On the premise of summarizing the present calculation of supporting structure, contrasting borehole case-in-place pile of circular cross section with rectangular borehole case-in-place pile and soldier piles according to the theory of equal-rigidity calculation and the analysis of reinforcing quantity calculation. we figure out that the rectangular borehole case-in-place pile have an potential in saving materials.

Info:

Periodical:

Advanced Materials Research (Volumes 308-310)

Edited by:

Jian Gao

Pages:

1143-1147

DOI:

10.4028/www.scientific.net/AMR.308-310.1143

Citation:

C. M. Mu et al., "The Contrastive Analysis between Dry Earth-Fetching Rectangular Scant Pile and Circular Bite Pile", Advanced Materials Research, Vols. 308-310, pp. 1143-1147, 2011

Online since:

August 2011

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Price:

$35.00

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